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301 Ahern Survey 2JOB No. 2020-489 N DIVISION "A" PLAT NO. 1 BEABCI-i BLOCK 2 5 AILANPTICB 5 G. 69 III `6' TALL 1 CONIC WALL 58.55' 16• WBF 1 BRICK PLANTER �- 7.0 r� 58.55'1.0' coNc WALL a.s 9.47x6.3 N N� 9.2 15.45 _ _ r 6.6 N v o D 0.7' CURB I JEA-E.E. RE-FENTION PDN -- _---T 7.0 \ r I 1 0 x 9.5 CONIC \ - - .o IN 14.7.23 _\� 1 0.8' CONC WALL 10 I I ' JEA-E. TRANS INV=7.15 _ t0'Xt0' I PAD J 6.7 P,CK LINE x 20' REAR SETS - n i CONIC WALL y U) - - - _ - \\�' SERVICE I o v I - _ 1.d CO _ rn - PANEL \ _-1- -� DIRT&ROCK �7 _ x 9__- _--_ -1� \ _•=-r Vj �- 19.6' 4.0. 1 0.6' 10'pyC OCL INV=7.32 x 1 x o WALL L--` I O _- 10.g UT EASEMENTS iy pVC -z w '~0 4- -�- -� O 0.8' CONIC - 0.7' _ - - 3.3 DENOTES . 71, 97 _ERVICE pG. 96- _ Cl - - - [30.8A PER P.B. � PAD PANEL10 I. 7 a 74 $9 [20.0 ] \\B7I1I, EASEMENT NE NEWV 4. \ v I om \ CO. PERW INV -7.48 DENOTESUPG96-97 04 1,0 P• I YARD DRAIN #305 1 I I J I I INV 7 27 IVVC 110.55 0 0 0.441 I to.a 6.3 o.6 ga 4.0' I I \W , >E 58.55 ZG1 4.6 1 I I \w I ul mMtn\6.3' N83'21 50 I 0.7' C I I 1 0 \\ � v O A 1 I I °'g� I 1 I 9.71 ?I N83'21'50'E 58.55' 60.3' `1 vim I �{Q1 roc I I I 9.57 4.0 Z(� I i OOr \ v f JAZA \ ' 1 IN N $ 4.0�\ 02 I I A -� 1' CURB 0.7 \ o v 0 0l® a? m 303 rm I v YARD Al I x o # m -I 0 TOP=10.16 Ql <m I I I 7- a r 0 I I INV -736 0 0 0 C 10'PVC 10.57 0 1 I I �41 ro 00 a Q o 0.39 I 10.4 0 0 6.3 1C >ODD0 \ mor #- 0 Z I \ II I 1 I CATCH BASIN \ I I C° I IN -7.47 \ 6.\ N. > I I 1 o IN -7.59 <m 50"E 64.75' \ N83'21' > m oI 15 I i o W 5.7 I 1 I 0. z \7 I I U¶uTY EASEMENT I 1 60.604 mli a ➢ N83'21'50"E 64.75 DENOTES PG. g6-97 54 40 1 9.. I 1 I O m I I PER P.B. 71 • \ 12 N w V ROCKI. 15.45' „E 2. . I P.B. = PLAT BOOK • = PAGE NO. = NUMBER CSL = CONCRETE SLAB WBF = WOOD BOARD FENCE CLF = CHAIN LINK FENCE VF = VINYL FENCE 4.6 I I 11 Ly I ® I v: #301 I 0.7' CURB DENO ES U 711 PEASEMENT T� gg 97T \� m \ ' -r- PBER P.. I I -p014 vINV-7.69 n 00 'VSy I'VE I I 1 m 1 0.7' ' 000 . goFo9 x• 1 I I I A 10'Pvc 10.5 10.58 v �S I 1 1 I 10.41 ygpF •V • ' 10 61 0.5' 1" Z --- 1 4.0' I I 1 \ #3o-7 - 0 1 I I I CD I c\ \ CONIC 1 6 I I I I _ -r- \ \w A/c PAD o 1 I I NO - \ I - _ I CoVERW CONCRETE 8.0' 0.21 \ � ��° LINE r � 0.8' CONIC WALL - I I L I 4.6 VY �_ [37.V'0' FRONT SETBACK _ - - - 1 I o 9.606 _ 4 a� 2 1 I _ ---- rT1 CONC I i [20.6]- I '- 1 I I I J- _---I 0.8CONC AO CU - - - 1 I I I I 1 I I z l I 64.75 I 1 m I I 9.25' DRAFTING: EJC PARTY CHIEF: COCKRELL I I (7) WATER METERS I 64.75' I N'LY R/W LINE S83'21'50, W'�'00' TREET E R R/W) A � `u� SHEET, A 40 (FORMERLY ATLANTA F.B. DIGITAL CAD FILE: 2020-489 BLDG 3&4 FINAL.DWG -0 4"x4" C.M. RY REF" ATCH 10 35 TOP= wV=7.24 0 IDIRT de ROCK i CURB I I 9.25' BENCHMARK BOX CUT NE CORNER OF CINL ELEVATION=10.58 (NAVD '88) _0� 10 CHECKED BY: FND NAIL & DISK "PRM LB 3731" GRAPHIC SCALE 0 5 10 20 ( IN FEET ) 1 inch = 10 ft. Map Showing a Specific Purpose Survey of BUILDINGS 3 8c 4 LOTS 7, 8, 9, 10, 11 AND 12, AS SHOWN ON THE PLAT OF AHERN TOWNHOMES, AS RECORDED IN PLAT BOOK 71, PAGE 96 & 97 OF THE CURRENT PUBLIC RECORDS OF THE CITY OF JACKSONVILLE, CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA, LYING IN SECTION 21, TOWNSHIP 2 SOUTH, RANGE 29 EAST. CERTIFIED TO: AHERN TH PROJECT, LLC FORUM CAPITAL PARTNERS, LLC AND FIDELITY NATIONAL TITLE INSURANCE COMPANY 40 DATE: 07/31/20 D r o o ATLANTIC BLVD m -TQv wa � � z ��1 VICINITY MAP NOT TO SCALE R/W = RIGHT OF WAY P.B. = PLAT BOOK PG. = PAGE NO. = NUMBER CSL = CONCRETE SLAB WBF = WOOD BOARD FENCE CLF = CHAIN LINK FENCE VF = VINYL FENCE C.M. = CONCRETE MONUMENT W/ = WITH INV = INVERT MHD = DRAINAGE MANHOLE A/C = AIR CONDITIONER [10.0'] = PERPENDICULAR BUILDING TIES TO BOUNDARY O.R.B. = OFFICIAL RECORDS BOOK OD = DRAINAGE MANHOLE ® = GUARD POST ® = ELECTRIC OUTLET 0 = CLEANOUT s = SANITARY VALVE ® = WATER METER = 4"X4" CONCRETE MONUMENT OO = NAIL & DISK GENERAL NOTES 1. BEARINGS SHOWN HEREON ARE BASED ON NORTHERLY R/W LINE OF AHERN STREET AS N83'21'50"E PER STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, NORTH AMERICAN DATUM 1983/1990 NGS ADJUSTMENT. 2. THIS MAP DOES NOT REPRESENT A BOUNDARY SURVEY. ITS SPECIFIC PURPOSE IS TO SHOW IMPROVEMENTS CONSTRUCTED TO DATE ON LOTS 1-6 ONLY. 3. THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED FROM THE ORIGINAL. UTILIZE THE GRAPHIC SCALE AS SHOWN. 4. THIS MAP WAS MADE WITHOUT THE BENEFIT OF AN ABSTRACT TITLE, THEREFORE, THERE COULD BE ADDITIONAL EASEMENTS, COVENANTS AND RESTRICTIONS OR OTHER MATTERS OF PUBLIC RECORD THAT MAY AFFECT THIS PARCEL. 5. THIS SURVEY ONLY SHOWS IMPROVEMENTS/STRUCTURES SITUATED ABOVE GROUND. BELOW GROUND IMPROVEMENTS/STRUCTURES, IF ANY, ARE NOT SHOWN OR LOCATED. 6. THE LANDS SHOWN HEREON LIE WITHIN ZONE "X" (UNSHADED, AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN), ZONE "X" (SHADED, AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD), AS SHOWN ON FLOOD INSURANCE RATE MAP 0409 J, COMMUNITY NUMBER 120075, DATED NOVEMBER 02, 2018. HOWEVER, FLOOD INSURANCE RATE MAPS ARE SUBJECT TO CHANGE. 7. ELEVATIONS SHOWN HEREON ARE BASED UPON NORTH AMERICAN VERTICAL DATUM 1988 (NAVD '88) AND ARE REFERENCED TO A NATIONAL GEODETIC SURVEY 4 INCH BRASS DISK, STAMPED "V 324 1970", HAVING AN ELEVATION=10.27 (NAVD '88) -LOCATED ON THE ON THE SOUTHWEST CORNER OF A CURB INLET ON THE SOUTHERLY SIDE OF ATLANTIC BOULEVARD, APPROXIMATELY 53 FEET EAST OF THE CENTERLINE OF PENMAN ROAD -SEE FLORIDA DEPARTMENT OF TRANSPORTATION CAICE DATABASE NO. 7210006. 8. +7.3 DENOTES SPOT ELEVATION ON GROUND. 9. +7.38 DENOTES SPOT ELEVATION ON ASPH, CONC, ETC. SEE SHEET 2 FOR EASEMENTS SHEET 1 OF 2 K) con Q N 0 z w J_ Li. N JOB No. 2020-489 7 _, r__ I . I I 1 I I 1 I I I I 1 I I 14 1 I I I I I I I 1 I I I I I I I I I I I I 15 I I I I I 1 3 O N „ A„ SUBDIVISI K 2 `:. OO .. . LAT NO ACH BL r — —"� .. ................... i.l'" S PLA B B5 PkG. 69 L--'........'.'.'.•.•.'.'.'.•.'.'.".".".•.'.'.•.'.•.•.•.•.•.•.•.•.•.•.•.•.•.'.'.•••.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•. 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ERN s T REET A� STREET, A 40� R�W) A�-ANTA (FORMERLY SHEET 2 OF -2 PARTY CHIEF: COCKRELL F.B. DIGITAL CAD FILE: 2020-489 BLDG 3&4 FINAL.DWG 10 CHECKED BY: '0=' GRAPHIC SCALE 5 10 20 ( IN FEET ) 1 inch = 10 ft. 40 DATE: 07/31 /20